RF-19-34101
4225 SW 71 Ave, Miami. FI 33155
Tel: 786-398-9179 Fax: 786-800-2627
a1 roofinspectionigmail.com
LAB CERTIFICATION #16-0510.15
SITE SPECIFIC INFORMATION
UPLIFT TEST - TAS #106
01 /22/2020
Roofing Contractor D & G CONSTRUCTION
Job Address 149 NW 101 ST MIAMI SHORES, FL 33150
Owner's Name MAIRI CALLAM
Type of Tile BARCELONA 900
Approximate Roof Height 12 feet Roof Pitch 4/12
Approximate Square Footage of Roof 15 ft2
Date Tested 01/17/2020 Number of Tests 47
Contact Name
Per (it# RF0219341
Date Installed
Type of Access to Roof LADDER
Required Testing Force 35 Lbs
Testing Equipment F.G.E.100
Phone # 786-277-6361
LOCATION
# OF TEST
PASS
# OF TEST
FAIL
Corner
7 Tests
7 Pass
Test
Fail
Perimeter
18 Tests
18 Pass
Test
Fail
Field
15 Tests
15 Pass
Test
Fail
Ridge
7 Tests
7 Pass
Test
Fail
TOTAL
47 Tests
47 Pass
0 Test
0 Fail
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FLILL ACCORDANCE TO THE
REQUIREMENTS OF DADE COUNTRY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT 15 NOT VALID FOR INSURANCE CLAIMS.
I.' TATE OF
Job Address 149 NW 101 ST MIAMI SHORES, FL 33150
00
Permit Number RF0219341
Roof Drawing
33
25 24 23 6
ru
9 34 36
38 39
35 37 22
21
10 29
30
11 40
41 43 46 48 2D 5
42 19
47
12 45 18
44
16 17 4
3! 15
13 14 3
BUILDING
PERMIT APPLICATION
Miami Shores Village RIEcEIVEID
Building Department A G 14 2019 d�L
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 BY'
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 21)
Master Permit No. -
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION {EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type:Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): a V]:
��
Address: -5 AX-h "e I
City:
Tenant Lessee Name:
Email:
CONTRACTOR: Company Name:
Address:
City:
Qualifier Name:
State: Zip:
Phone#:
Zip: 33 3 7
7ef�Q. 720s, s6 71F
State Certification or Registration #:(_�C 1. 1 2'R ) '?:> !� Certificate of Competency #: _
DESIGNER: Architect/Engineer: I in Phone#:
Address: City: State: / Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: 1 , (0 sL) f7—
Type of Work: ❑ Addition
Description of Work:
❑ Alteration ❑ New fi�l-R'epair/Replace ❑ Demolition
Specify color of color thru the: 'T
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $ _
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $ ::D C,-- , 013
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In th absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. `—�_ /
+ I a
Signature(//, Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instru ent was acknowledged before me this
day of S 20 ( by i.3 day of 20 1 by
ID who is personally known to A1-P—J !A v�-ciY b, ,^ t/��Awhn is personally known to
me or who has produced \(I-\ as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print:
001.
Seal: _ . cr `
9
APPROVED BY
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: 12
Seal: �P`.•� EXPIRES: 3une 27, 2422
'J`OF a° ' Bonded llru Nalw y Rjbic Wdmxbm
***********************************************************
L
Plans Examiner
Structural Review
Zoning
(Revised02/24/2014)
Clerk
N ,;'+ems r3'� �% a
/Le a
j2X'( 14 S- 6 -7 4-.( Y� Ce
tJ-oT ��J�P � t�z ��. �i -Ffi� �^G�
�aef �12�� ✓� 7L(h foie
'�-a � zna n.0 �'aC fu,tp� Ce�� ��vP-�
P,exxtxf" 2� Cad-I%3�//
IY9 Nub l�'i SIT
�tiu
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
�UG2ru�1?
Issue Date: 02/19/2019
Parcel Number
149 NW 101ST ST, Miami Shores, FL 33150 1131010230140
Contacts
Permit No.: RF-02-4--9-341
Permit Type: Roof
Work Classification: ide
Permit status: Approved
Expiration: 08/13/2019
MAIRI CALLAM Owner D M G CONSTRUCTION COMPANY INC Contractor
149 NW 101 ST, MIAMI SHORES, FL 331501213 ALEJANDRO DAVILA
4080 SW 61 AVE 7, DAVIE, 33314
Business:9547068624 dakota@bhhomeimprovement.com
Inspection Requests:
Description: REPLACING ROOF CONCRETE & TILE Valuation: $ 18,000.00QS=i 454
TERRACOTA AND BROWN
Total Sq Feet: 1,600.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$10.80
DBPR Fee
$4.13
DCA Fee
$2.75
Education Surcharge
$3.60
Roofing Fee
$225.00
Scanning Fee
$9.00
Technology Fee
$6.88
Total:
$312.16
Payments
Date Paid Amt Paid
Total Fees
$312.16
Credit Card
02/19/2019 $312.16
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction a zoning. Futhermore, I authorize the above named contractor to do the work stated.
ignature: Owner / Applicant / Contractor ! Agent Date
February 19, 2019 Page 2 of 2
S
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (3051 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC F91 ROOFING
FEU 14 7019
M
FBC 200'pfi"
Master Permit No. L — ,34 i
Sub Permit No.
❑ REVISION ❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
2-7 7 -
OWNER: Name (Fee Simple Titlehplder): / '0,4(. i Phone#: VV 6 3
Address: /( / VV ( U l �
n
City: State:
Tenant/'Lessee Name: X_
Email: L/D P,4 j 0 /'/ f e
one#:
CONTRACTOR: Company Named l 1 _ f o (��9 O—),7,f7,,,Q 0, J_%drSe#:
Address: 140,S cu Co k a U 0, 9�__ /_�,_
City: State: 1 Zip:
Qualifier Name: :i2�Phone#:)
State Certification or Regiaration #: CCC .1 12-Y 13 W Certificate of Competency #: _
DESIGNER: Architect/Engineer:
Address: n City: State:/ Zip:
Value of Work for this Permit: $ (�1 9 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of color thru tile:_
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $
Structural Reviews $
CS&V_1_,p
Training/Education Fee $
CO/CC $
Notary $
Double Fee $
Bond $ �Z�b
r
TOTAL FEE NOW DUE $
(Revised02/24/2014)
812.
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issue . In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. ^
Signature Signature
s
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of �� 20 ['::T by
Ma who is personally kno n to
me or who has produced I ,`i -Y) as
identification and who did take an oath.
NOTARY
Sigrl
Print:
Seal:
MY COMMISSION # GG 044602
The foregoing instrument was acknowledged before me this
day of ,4N 20 by
-QA\&ho is personally known to
me or who has produced i—� ����I�r� as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Bonded Thru Notary Public Underwriters
Seal:
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Notice to Owner — Workers' Corn
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
nsation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
l . The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature
/ „Y 4�zL/
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this (V day of _1 _et 20 19
By G r 1 CO who is personally known to me or has produced
e—
—a l � � `
6 s identification.
MAHARAI K. GONZALEZ
pY PU .r
Notary:
' °''-
MY COMMISSION # GG 044602
EXPIRES: November 2,
Underwriters
SEAL: ':>r o�-
Bonded Thru Notary Public
� r
CONSTRUCTION COMPANRINC.
February 04, 2019
State of Florida
County of Broward
GUNS I KUL I IUN # KUU M # Kb I UKA I IUN
4080-7 SW 61 Ave. 7951-2 Davie, Fl 33314
Phone. (954)305-5678 / (954) 706-8624
State General Contractor Lfc. # CGC-1510860
State Roofing Contractor Lie. # CCC-1328138
State Building Inspector Lie. #BN- 6657
HI -Rise • Condos • Commercial • Residential • HOA's
Before me this day personally appeared ALEJANDRO DAVILA who, being duly sworn,
deposed and says:
That he or she will be the only person working on the project located at
3
Signature
Swom to (or affirmed) and subscribed before me this "I day of F--o rugcj , 20 19
Personally know
Or produced identification
Type of identification Produced
4int, Type lorStamp Name of Notary
TASHA LYNN SOLOMON
MY COMMISSION #t G0029288
N"t"P'' EXPIRES September 16, 2020
Concrete Restoration * Waterproofing * Painting * Custom Construction * Structural Bldg. Inspections
Property Search Application - Miami -Dade County Page 1 of 1
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3101-023-0140
Property Address:
149 NW 101 ST
Miami Shores, FL 33150-1213
Owner
MAIRI CALLAM
Mailing Address
149 NW 101 ST
MIAMI SHORES, FL 33150-1213
PA Primary Zone
0800 SGL FAMILY-1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
1,577 Sq.Ft
Living Area
1,271 Sq.Ft
Adjusted Area
1,421 Sq.Ft
Lot Size
8,057.1 Sq.Ft
Year Built
1944
Assessment Information
Year
2018
2017
2016
Land Value
$177,245
$177,245
$177,245
Building Value
$108,475
$100,758
$100,851
XF Value
$0
$0
$0
Market Value
$285,720
$278,003
$278,096
Assessed Value
! $98,065
$96,048
$94,073
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Assessment
Cap
Reduction
$187,655
$181,955
$184,023
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
(Short Legal Description I
BONMAR PK ADD A RE -SUB PB 24-71
LOT 13 & E1/2 OF LOT 14
BLK 2
LOT SIZE 75.300 X 107
OR 15906-4712 0493 1
Generated On : 2/14/2019
Taxable Value Information
2018
2017
2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$48,065
$46,048
$44,073
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$73,065
$71,048
$69,073
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$48,065
$46,048
$44,073
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$48,065
$46,048
$44,073
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
04/01/1993
$70,000
15906-4712
Sales which are qualified
12/01/1989
$60,000
14391-1588
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp:ltwww.miamidade.gov/info/disclaimer.asp
Version:
https://www.miamidade.gov/propertysearch/
2/14/2019
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
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71
m
2019 Florida Building Code Sth Edition (2014)
'
H W urricane Zone Uniform Permit Application Foncl $Y' TY
Section A (General Information) 1
I
Master Permit No. Process No.
Contractor's Name_ o ("1 (cam �� �'� i n�Qvy
1
Job Address
_ 1
ROOF CATEGORY i
❑ Low Slope ❑ Mechanically Fastened Tile ;14'AAortar/Adhesive Set Tiles '
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1
❑ Prescriptive BUR-RAS 150 - •
ROOF TYPE •
❑ New roof ❑ Repair ❑ Maintenance TReroofiilJ `; f�ecovering+ • •. • • '
ROOF SYSTEM INFORMATION • • • • •'
Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) Total {SF
i
Section B (Roof Plan) • • • , • • • • I
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppdhs andbverflow.&APs. Include dim e- 1 siorm Pf sections and levels, dearly identify dimensions of elevated pressure zones and looetion n
of parapets. • •. •
1
1
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FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
15.37
a••I i I Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Etieya Palacio on Jun 8, 20I5 10:32:12 AM pursuant to License
• Agreement. No further reproductions authorized.
Naples Blend
1 HBOS3460 NEW
In Stock iq 9 n Lake Wales and Pom no /
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Florida Building Code 5th Edition (2014) 14 %oil jr
'I
High -Velocity Hurricane Zone Uniform Permit Application Fonn. 'T
Section A (General Information)
Master Permit No. •
Process No.
Contractor's Name_ k 6 COY-,�j�--1,-�(, GN, cy r�
Job Address 4 1 11 �J 1 (�, 1 � 1H,� o< S K,
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile 0'-'-Morts6dhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles 800-
D Wood ftrg4q!0Shakeg.....
❑ Prescriptive BUR-RAS 150 ' '
.. ..
ROOF TYPE •••••• • •• ••••••
❑ New roof ❑ Repair ❑ Maintenance •
Rei qWg � G Reccb@Ar1�
ROOF SYSTEM INFORMATION • .... : " "/.'1 .....
Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) "?ofa� (SF � •
.. .. '.t9 (,2::: ......
Section B (Roof Plan) :... ; . • • • • • •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow 6cuppers and overflow drains,. tnt tud� dimes
sions of sections and levels, clearly Identify dimensions of elevated pressure zones attic ipmon oCparapats.
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.6
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department •Date; • • t io. i ;1•
10050 NE 2nd Ave•
Miami Shores Fl 33138 •
Re: Owner's Name:
Property
Roofing Permit Number:
Dear Building Official:
Lv
......
.0a 00
I �2 Kl ' CCI l (Ck- G'\-certify that I am not required to retrofit the roof to Nall cotinetfians of fiy • •'
building because:
the just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
( i �11-) -,e —
Signature
State of Florida
County of Dade
Y
Prin Name
MAHARAI K. GONZALEZ
*; *: MY COMMISSION # GO 0441i02
EXPIRES: November 2, 2020
Bonded Thru Notary Public Underwriters
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this RIO day of Z019
Notary Public, Sate of Florida at La is -2 -
When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5l21/2009
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305), 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138 t
Re: Owner's Name: GYl e cl l
Property
Date: -
. . ....
......
IIV\ ..
...... . ..0
......
Roofing Permit Number: •
.... .... ......
. . . ......
Dear Building Official: ......
I �22, - certify that I have improved the roof to wall'connections of t5e referenced
property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential
Structures as adopted by the Florida Building Commission by Rule 913-3.047 F.A.C.
\CUIVI
Signature Print Nam
State of Florida
County of Dade
MAHARAI K. GONZALEZ I'
MY COMMISSION # GG 044602 i
i* *' EXPIRES: November 2, 2020
odY�p'' Bonded ThN Notary Public Undonvriters
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this day of 2C) l 'zk 20
Notary Public, Sate of Florida at Largb >>%IV Pn(dllh nyn I t on:x G 1 Gz
(SEAL)
FINAL COMPLIANCE
Revised on 5/21/2009
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2. Renailing wood decks: When replacing roofing, the existin wood roof det; g. a�ay'have fo.....
Onailed accordancewith the current provisions of Section R4403. (TRe, goof ileck iswV aNX •
concealed prior to removing the existing roof system). ...... .. ......
.,..
4• Exposed Ceiling: Exposed, open beam ceilings are where the llAd4de ofihe roof decking:
can be viewed from below. The owner may wish to maintain the architecturarappeerancei tlj fore, , .;;:
roofing nail penetration of the underside of the decking may not be acceptaij� jays provides the option of •
maintaining the appearance. . .
•....•
.. ......
000
6erflow scuppers (wall outlets): It is required that rainwater flows off so th8tthd roof is • •
OnCoterloaZdfrom a buildup of water. Perimetededge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. V may be necessary to install overflow
n,�scupnq�in accordance with the requirements of Sections , , ' and R4413.
M1
I- i-�9
wner/Agent's Signature Date
1�q
Property Address
Revised on 7/9/2009 LD;07/01/2016;
Permit Number
Date
1
1
1
1
1
1
1
1
1
1
1
1
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1
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1
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1
1
1
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4-
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES /FJ
Florida Building Code 5th Edition (2014) 1
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Top Ply Fastener/Bonding Material:
Fill in specific roof assembly components and identifymanufacturer
1
Surfacing:
(If a component Is not used, identify as "NA")
Fastener Spacing for Anchor/Base Sheet chment:
1
System Manufacturer:
Field: — oc @Lap, # Rows _ ,_" oc
1
Perimeter: " oc @ Lap, # R @ " oc
1
Product Approval No.:
_
i
Comer. — oc @Lap, # R s @ " oc
1
Design Wind Pressures, From RAS 128 or Calculations:
_
Number of Fasteners Per sulation Board:
1
P1: P2: P3:
1
••••••
Field Pe ' eter . • Come?***
"r' 0 ;'
Max. Design Pressure, from the specific product
•
approval system:
Illustrate Com one Noted and"Wes A
P PPtio
••:•
Woodblocking, er, Edge Terminatlm, Stripping, flashing,
41
Deck:
Continuous Cie t, Cant Strip, Base Fje%hing, Caunterf;ashing,
• • • •
.r
Type:
YP
Coping, Etc. • • 000000
•••• .
•F:..•
Indicate: an Roof Height, Pargrj oht, Heigrt Qt Base
•r • • •
Gauge/Thickness:
Flashing omponent Material, Mltegv dfhicknj%,j Fastener
Type, stener Spacing or Submit Manufacturers Details that
• •
• • • •
•
Slope:
Cortlyf y with RAS 111 and Chapter 19
• •
:.....
•� • •
Anchor/Base Sheet & No. of Ply(s):00
/�
•1 .
. ....
Anchor/Base Sheet Fastener/Bonding Material:
• • • • •
1
1
FT.
Insulation Base Layer.
1
Parapet
Base Insulation Size and Thickness: Height 1
Base Insulation Fastener/Bonding Material: 1
1
Top Insulation Layer.
Top Insulation Size and Thic
Top Insulation Fastener/Bon
f
Base Sheet(s) & No. of P.10
Base Sheet Fastene#Sondii
Ply Sheet(s)No. of Ply(s):
Ply Shee astener/Bondling
Top Ply:
15.38
1
1
1
mess: Mean 1
Roof i
iir►g Material: Height 1
! 1
)• i
g Material: 1
1
1
1
Material: 1
1
1
1
1
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) �
noCopyright to, or licensedESsse by, ICC (ALL RIGHTS RESERVED); aoxd by Eli= Palecio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
1
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
15.36
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,8,6,7 •
Prescriptive BUR-RAS 150
A,B,C
Asphaltic Shingles
A,B,D
1,2,4,5i6,i
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,6A •
Metal Roofs
A,B,D
1,2,3,4;5.t*f
Wood Shingles and Shakes
A,B,D
1,2,4,5.6.7..'
Other
As Applicable
1,2,3,4,5,6,9e -
ATTACHMENTS REQUIRED: '
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
1 Owners Notification for Roofing Considerations (Reroofing Only)
7.
1 Any Required Roof Testing/Calculation Documentation
Goes
e
e
oeseoe
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); acecssed by Eliezer PAIRdo on )an 8, 2015 10:32:12 AM pursuant to license
Agreement. No further reproductions authoazcd.
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'ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mr values
are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1:_ x )l = ) - Mg: _ = M„ Product Approval M,
(P2:_ xX = _� - Mg: = Mr2 Product Approval M,
(P3: x7� = _� - Mg: = M„ Product Approval M,
Method 2 "Simplified T a Iculatons Per Table Below"
Required Moment of Resistance (M,) From Table Below*3 • Product Approval Mrn 9.,
Mr required Moment Resists nce` •
•
Mean Roof Height
Roof Slope
15'
20'
25'
30' • •
� • • 40,
2:12
36.5
38.2
39.7
• •'42.2 .
3:12
- 32.
34.4
36.0
37.4 ..
. • •3g.8
4:12
30.4
32.2
33.8
35.1 • •
• • 37.3
5:12
28.4
30.1
31.6
32.8 ;
' ; 4.9
6:12
26.4
28.0
29.4
30.5
32.4 •'
7:12
24.4
25.9
27.1
28.2 •
�' $0.0
..
0 lie
'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board ofAules and
Appeals.
For Uplift based file systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127'
(P1:_ x L _ = x w: _ _ ) - W: _ x cos 6 _ = Fr, Product Approval F'
(P2:_ x L _ = x w: _ ) - W: x cos O _ = Fa _ Product Approval F'
(P3:_ x L _ = x w: _ ) - W: - x cos E)_ = Fi3 Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site '
Aerodynamic Multiplier
%
Product Approval
Restoring Moment due to Gravity
M9
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
M9
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
'15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED). accessed by Eliew Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
Notice of Acceptance Numb
Minimum Design Wind Pressures, If A plicable (From RAS 127 or Calculations):
P1: 3 , 1 P1: P1:
Deck Type: ( 1
1 •
Type Underlayment:�- c �• �� �..;.
Roof Slope:12
Insulation: F7 A77/4 ' 1
Fire Barrier: �f .... ••••••
1 '
. &
Ridge Verrtl� ' ? Fastener Type & Spacing: S' J ��� so* �
�tJ.111
Adhesive Type: G7 Aili 4' 1
1
Type Cap Sheet: A 4-K %6 ;
r 1
Mean Roof Height: r Roof Covering: 1bii
1
Type & Size Drip
T � Edge:x
2,16
1
I
FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) 15.39
111111.111911111 Copyright to, or Licensed by, ICC (All. RIGHTS RESERVED): accessed by Eliezer Palacio on Jun 8. 2015 1 U2:12 AM pursuant to license
Agteoment. No further reproductions authorized.
MIAMI DADE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)„ • • • • .
. . •.•• ••..••
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyfrodect CdMl•$ection
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve fWi:Aht to hhvetAis """
product or material tested for quality assurance purposes. If this product or material fails to peflorm in the ac cepted • • • •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediate)=y{e•voke, r>�adi�y'or
suspend the use of such product or material within their jurisdiction. RER reserves the right &Qre�coke this aeeeptancel.:..'
if it is determined by Miami -Dade County Product Control Section that this product or materialAtils to mot the • • • • • •
requirements of the applicable building code. •
This product is approved as described herein, and has been designed to comply with the Flotida Building C.Q&
including the High Velocity Hurricane Zone of the Florida Building Code. • • • •
•• • . •• •
DESCRIPTION: Barcelona 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.16-0711.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino 0
MIAMMADE COUNTY NOA No.: 18-0509.15
., 1 Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Cate2orv: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC
in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Barcelona 900
Dimensions
Length = 17"
Width = 13"
''/z" thick
Test
Specifications
TAS 112
Type — la
Trim Pieces Length: varies TAS-112
Width: varies
varying thickness
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name
ICP Adhesives Polyseto AH-160
TILE BONDT' Roof Tile Adhesive
DAP Foam Touch N Seal
StormBondo 2 Roof Tile Adhesive
Product Description
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof tile adhesive.
Two component polyurethane
foam adhesive.
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales, FL
:Irq tict ......
Nettripilion
009000 . .. ......
High profile, interl"v*g#one-pieco, 'S' shaped.j.
high-pressure extru�ed eorcrete:7Voj:le 0 •
equipped with three Alit holes. For direct deck: %
or battened nail -on, mVl'ianically .fe'sfened,
.... ..
: .....
::: �
.
mortar set or adhesi� �.Sgl�pplicatiops.00
. •
Accessory trim, boosted Barcelona; concrete• -
roof pieces for use atei ips!rakes;rijj and • •
valley terminations manufactured'1M*bach the
profile.
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
DAP Foam Inc.
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 2 of 8
2.3 SUBMITTED EVIDENCE:
Test Aeency
Test Identifier
Test Name/Report
Date
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix II
TAS 108(Nail-On)
Redland Technologies
P0402
Withdrawal Resistance
Sept. 1993
Testing of screw vs. smooth
. shank nails
* • • •
Redland Technologies
Letter Dated Aug. 1,
Wind Tunnel.Testi ig
• •ALg. 199�4"':'
1994
TAS 108 (Naii6rij
V. '. ••
Redland Technologies
P0631-01
Wind Tunnel J;plipg
.duly 199' . • * *;
TAS 108 (Mortar, Set)
• ; • '
Professional Service Industries, Inc.
IC-1320-94
Physical Properties
,Fe.4 1995.:..'
TAS ll�.'..'
..:. ....�.
The Center for Applied Engineering, Inc.
25-7688-3
TAS 101 (Adhee:Nt,--54t)
June 1996 •
25-7688-10
TAS 101 (Mortar Set)
• �„
441 1996*.
The Center for Applied Engineering, Inc.
25-7688-5
Static Uplift &aing:
jerle 1996' '
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
The Center for Applied Engineering, Inc.
25-7688-4
Static Uplift Testing
June 1996
TAS 102
(4" Headlap, Nails, Clips)
Celotex Corporation
520111-3
Static Uplift Testing
Dec. 1998
Testing Services
520191-2-1
TAS 101
March 1999
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
09/01/16
Walker Engineering, Inc.
Evaluation
Restoring Moments Due to
09/01/16
Calculations
Gravity
American Test Lab of South Florida
RT0617.03-16
TAS 112
06/29/16
PRI Construction Materials Technologies
COPO-002-02-10
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
PRI Construction Materials Technologies
COPO-002-02-02
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
PRI Construction Materials Technologies
COPO-002-02-01
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 3 of 8
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may
require, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Department of Regulatory
and Economic Development — Product Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
4. INSTALLATION
...... . .. ......
•
....
• • •
4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict cp4uplianca *W'I hoofing ; • • •
Application Standard RAS 118, RAS 119, and RAS 120. • • • • • • • • •
4.2 Data For Attachment Calculations 000000 • • • •
Table 1: Average Weight (W) and Dimensions (I x w) • • • • •
Tile Profile
Weight-W (lbf)
Length -I (ft)
1
Width-w (ft)
Barcelona 900
11.5
1.417
1 1.08
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft3)
Batten Application
A (ft3)
Direct Deck Application
Barcelona 900
0.286
0.301
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Barcelona
900
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
6.19
7.07
6.19
7.00
6.19
6.90
6.06
6.76
5.92
6.60
5.76
6.42
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 4 of 8
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19/32"
plywood)
plywood)
Barcelona 900
2-10d Ring Shank Nails
28.6
41.2
19.4
1-10d Smooth or Screw Shank
5.1
6.8
• • • •?.8
Nail
•
•'
,
•"' '�'
2-10d Smooth or Screw Shank
Nails
6.9
9.2
...;..
:' • 7.3 ...
1 #8 Screw
20.7
7
9 8.1 •
2 #8 Screw
43.2
43.2.'
.8 • •
1-10d Smooth or Screw Shank
23.1
231••;
;•19.0
Nail Field Clip)00000
•"'
1-10d Smooth or Screw Shank
29.3
29.30:
Nail Eave Clip)••••••
2-10d Smooth or Screw Shank
27.6
27., ;
.38.6 •
(FieldNails
• • •
2-10d Smooth orScrew Shank
38.1
38.1
41.8
Nails Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19/32"
plywood)
plywood)
Barcelona 900
2-10d Ring Shank Nails'
33.1
48.1
45.2
1 Installation with a 4" the
headlap and fasteners are located a min. of 2'/z" from head of tile.
10
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Paddy Adhesive' Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
Tile BondTmOne Component Roof Tile Adhesive
29.32
ICP Adhesives Polyset® AH-160 two -component foam
29.33
DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive
664
1 See manufactures component approval for installation requirements.
2 TILE BONDTm Roof Tile Adhesive; Average weight per paddy 10.7 grams.
3 ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 gram,§, • ,
4 DAP Foam Touch N Seal StormBond® Roof Tile Adhesive Two -Component; Average weight pgr add runs.
Table 7: Attachment Resistance Expressed as a Moment - Mfjft tbA :... :.
for Single Paddy Adhesive Set Systems ....."'• 004
. 0 .... ..
Tile
Profile
Tile Application
Minimum Attathment•'
: • •: •1tesistanbe
. ..
Barcelona 900
ICP Adhesives Polyset® AH-160 two -component foam
66. :•
ICP Adhesives Polyset® AH-160 two -component foam
• • 8.716.
DAP Foam Touch N Seal Storml3ond92
DAP Foam Touch N Seal StormBond®2
828
5 Large paddy placement
of 63 grams
6 Medium paddy
placement of 24 grams
7 Medium paddy
placement of 30 grams
8 Large paddy placement
of 60 grams
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set9
24.5
9 Seespecific mortar manufacturers Notice of Acceptance
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 6 of 8
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
....
6. BUILDING PERMIT REQUIREMENTS
•
6.1 Application for building shall be by the following • •
permit accompanied copies of • •
,, • •:
6.1.1 This Notice of Acceptance. *ego.
9
6.1.2 Any other documents required by the Building Official or applicable buil8*n*lcode in ordgi;to
•�;,.•
properly evaluate the installation of this system.
.,....
•�;•
•
.
......
•
go
• f • • , •
*000
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 7 of 8
PROFILE DRAWING
NAIL HOLES
OVERLOCK
$ ......
17
.. j' ... . ......
13 ^ ..... �...
• ......
UNDERLOCK - - . ......
• • • . .. . .
goes
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
- NOA No.: 18-0509.15
CMIAMM�ADE COuNTYExpiration Date: 04/26/22
® Approval Date: 06/28/18
Page 8 of 8
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RUOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from K. If the M, values
are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127" &-
(P1 _1-Mg�: =M„1 Product Approval
(P2 Jxx Mg A`2 r
Ma% M,-3 /.
(P3 (QQl c7Vs , X� - Mg: M s243/ Product Approval 3
Product Approval M,?
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M) From Table Below Product Annmval M_
M, required Moment Resistance*
Mean Roof Height
Roof Slope
15'
20'
25'
30'
40' •
•42.2
2:12
34.4
36.5
38.2
39.7
•
•
3:12
32.2
34.4
36.0
37.4
9.8
4:12
30.4
32.2
33.8
35.1
37.3 •
5:12
28.4
30.1
31.6
32.8
• • .34.9
6:12
26.4
28.0
29.4
30.5
• • •82.4 •
7:12
24.4
25.9
27.1
28.2
• •30.0
-01 .*00 6460:*
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward4CoUhtY.Board•of Ries and ••••;•
Appeals. :0 0 * 0 0
For Uplift based file systems use Method 3. Compared the values for F with the values for Fr. If the �; values are greaterethan or ; • •' • ;
equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. • .
...
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1:_ x L ` _ _ x w: = _� - W: _ x cos g _ = F„ _ Product Approval F'
(P2:_ x L _ _ _ x w: = _� - W: _ x COS 8 = F,2 _ Product Approval F'
(P3:_ x L _ = x w: = _) - W: _ x cos g _ = F,3 Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
M9
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
M9
Calculated
Minimum Attachment Resistance
P
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
=
L = length W width
Product Approval
All calculations must be submitted to the building official at the time of permit
application.
15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
1 ! I I I Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliexer Pstacio on Jun 8, 2015 1032:12 AM pursuant to License
Agrocment. No further reproduclions authorized.
Cam([ k
�d-
MIMI®QADE
� MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rftpdify' or •
suspend the use of such product or material within their jurisdiction. RER reserves the righl4o revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or mateAa);MIs to meet the • • • •: •
......
requirements of the applicable building code. � � � � • •
This product is approved as described herein, and has been designed to comply with the Florida $uildinizaaa '
including the High Velocity Hurricane Zone of the Florida Building Code. •
...... . .. .....
.. .. .... ......
DESCRIPTION: Polyglass Polystick Underlayments ......
. . . . ......
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city'state and following. .••
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.' '
. •.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 1 of 8
ROOFING COMPONENT APPROVAL
Cate2orv: Roofing
Sub-Cate2orv: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product
Dimensions
Specification Description
Polystick IR-Xe
65' x 3'3-1/8"
ASTM D 1970 A fine granular/sand top surface self -adhering, APP
Manufacturing
Or 65' x 3'
polymer modified, fiberglass reinforced, bituminous
Location #1 & #2
60 mils thick
sheet material for use as an underlayment in sloped roof
assemblies. Designed as an ice & rain shield.
Polystick Dual Pro
61' x 3'3-1/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
Manufacturing
60 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a
Location #2
metal roofing and roof tile underlayment.
Polystick Tile Pro
61' x 3'33/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/,�blyester. • •.
Manz factzzring
60 mils thick
ASTM D 1970 reinforced waterproofing membran;. Des ipned•as a metal . •
.
Location #2
.
roofing and roof tile underla)"eot! • • • • • • • • •
Polystick TU Max
65'8" x 3'3-3/8"
"':
TAS 103 and A rubberized asphalt self-adheri991•polyester reinforced0000*0
Manufacturing
60 mils thick
ASTM D 1970 waterproofing membrane. Designed as a a roof tile • • • • •
Location # 1 & #2
...... . .. .....
underlayment. •
.. .. .... ......
Polystick TU P
32'10" x 313/8"
TAS 103 and A rubberized asphalt waterpipof=membrane, glass- • •
Manufacturing
130 mils thick
ASTM D 1970 fiber/polyester reinforced, with a nula4s>jge • • •• • •
�
Location #2
designed for use as a tile rooiunderlayment. :....:
Polystick TU Plus
65' x 3'33/8"
.. ..
TAS 103 and A rubberized asphalt self -adhering, glass-ftl"t polyester
(Surface Printing)
80 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a metal
Manufacturing
roofing and roof tile underlayment.
Location # I & #2
Polystick MTS
65'8" x T33/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Polystick NITS Plus
65'8" -x 3'3-;/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Elastoflex S6 G
32'10" x 3'3-%"
TAS 103 and Polyester reinforced, SBS modified bitumen membrane
Manufacturing
ASTM D 6164 with a sanded back face and a granule top surface. For
Location #2
use in roof the underlayment systems.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test Agency
Test Identifier
Test Name/Report
Date
Trinity ERD
P10870.09.08-R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G 155
09/01 / 11
P37300.10.11
TAS 110/ASTM D4798 & D 1970
10/ 19/ 11
P40390.08.12-2
ASTM D 1623
08/07/12
P37590.07.13-1
ASTM D6164
07/02/13
P45270.05.14
TAS 103, TAS 110 & ASTM D1623
05/12/14
P46520.10.14
ASTM D1623
..1"03/14
P44360.10.14
TAS 103 & TAS 110
001&67/ 14 ......
P43290.10.14
ASTM D 1970 & TAS 1!1!0
;•.10/17/14 -,
PLYG-SC 10130.06.16-3
TAS 103 & TAS 11V':"
U6/27/16 •.....
PLYG-10130.06.16-1
ASTM D1970 & TAS*I ld
d6/27/16:..•.:
PRI Asphalt Technologies
PUSA-035-02-01
TAS 103 ""
09/29/06";".
PUSA-055-02-02
TAS 103
•if/d 0/07 ""'
PUSA-089-02-01
.. j.
TAS 103/ASTM D4798.���
.... .....
Q7/06/09 �.•
Momentum Technologies, Inc.
JX20H7A
. .
TAS 103/ASTM D4798 & G195
. . ......
:6�/U1/08.
RX 14E8A
TAS 103/ASTM D4798 &•6156
. t?/Q9/09: * * * *:
DX23D8B
TAS 103/ASTM D4798 & G155
0002/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02/18/10
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick
TU P, Polystick TU Plus, Polystick NITS or Polystick NITS Plus, self -adhered.
Surfacing: See General Limitations Below.
Deck Type 1:
Wood, non -insulated
Deck Description:
Min. 19/32" plywood or wood plank
System Type E(2):
Anchor sheet mechanically fastened to deck, membrane adhered
•,
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type I1 or ASTM D 2626. .'. "" • • • •; •
Fastening:
,. . ..
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at aviviia"um 4: headiap. (for..%
base sheet only) • • • • • • a 90000
Membrane:
......
• • • • •
Elastoflex S6 G hot asphalt applied 0
•000*
Surfacing:
See General Limitations Below. ...,., ,
.. .. .... ......
Deck Type 1:
Wood, non -insulated • . . . ......
Deck Description:
......
Min. 19/32" plywood or wood plank .. ..
System Type E(3):
Base sheet mechanically fastened to deck, subsequent cap membrane self-Whered.
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening:
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Ply Sheet:
Polystick NITS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Membrane:
Polystick TU Plus, self -adhered.
Surfacing:
See General Limitations Below.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 4 of 8
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and
sweep the deck thoroughly to re move any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall
be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the ,
roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention
to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tap.4b4ll be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer ofPolystA6kan be ....se
applied over the underlayment. • • • • • • •
...... . .. ......
GENERAL LIMITATIONS: 0.
••••••
1. Fire classification is not part of this acceptance. "" ••;•••
2. Polystick Dual Prb, Polystick Tile Pro, Polystick TU Plus, Polystick NITS and Polystid MTSJOKrinay be.@...
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, ro:f fie systems and quarry
.
slate roofassemblies.. . • • 0 • •. ......
Polystick TU P maybe used in all the previous assemblies listed except metal roofing. ......
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof Aantems. • •
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick NITS and Polystick NITS Plus shall be applied to a smooth, clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick NITS and Polystick NITS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick NITS and Polystick NITS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Ex osure Limitations (Days)
NITS
IR-Xe
Elastonex
S6 G
TU
Plus
TU P
Tile Pro
Dual Pro
TU Max
MTS Plus
Winter Haven, FL
180
90
180
180
180
180
180
180
180
Hazelton, PA
N/A
90
N/A
180
N/A
N/A
N/A
180
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
9.
Rule 61G20-3 of the Florida Administrative Code.
In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick NITS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope
shall be as follows: (See Table Below)
Tile
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polystick
System (U)
Profile
NITS
S6 G
TU P, Tile Pro,
TU Max
NITS Plus
NITS Plus with
Dual Pro
TU Plus
Flat Tile
Prohibited
4:12
6:12
6:12
5:12
6:12
without battens
0000
Profiled
Prohibited
4.12
6:12
6.12
4.1:
OAF
Tile
without battens
' •
• •
10.
•
The above slope limitations can be exceeded only by using battens in accordance with 'the*Approved Tile System
Notice of Acceptance and applicable Florida Building Code requirements. When battans'A&requite�,•tty sha 1 •
.... . .....
be utilized during loading and installation of tiles. •
...... . .. .....
Care should be taken during the loading procedure to keep foot traffic to a minimum anti trravoid arming of ......
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loaMtig ltocedure -two tiles • •
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope*,ford total df Mles — fmo • • •
all underlayments except Polystick NITS which shall be loaded onto battens. • • • • • • ....
POL`rSTiCVU Plus
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 6 of 8
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick NITS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS, Polystick NITS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick
TU Plus, Polystick NITS, Polystick NITS Plus or Elastoflex S6 G are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire
testing results.
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
1. Polyglass does accept the direct application of Polystick underla ment membranes to ti decks. • • st fillers are
•
Yg P Pp Y Y AD d .� � •
cautioned to refer to applicable local building codes prior to direct deck installation to•ans&ve this i% dcgeptable. • • •; •
Please also refer to applicable Product Data Sheets of the corresponding products. • • • • • •
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edggi;;M as poer Myglass • • • •'
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum metal diskas •
required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a iolva udm rate, • • •
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail Iit;Atea para clevar" on .'
the face of membrane, with the above stated nails and/or disks. The head lap membrade is 0coveCo"Irea being•••
back -nailed. (Please refer to applicable local building codes prior to installation.) •'. ; • • • •;
•• . . ..
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. •.:..'
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between
the application of the lap. The use of mastic between the laps does not apply to Polystick NITS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for
pitch/slopes of TV12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions should be
taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified
Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 7 of 8
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
APPROVED
. .
•..•
......
......
. ..
......
....
......
....
.
.....
......
....
....
......
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
CO3t�1A,-M
t�q 101 S-r
MIAM100
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.eov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 441' Street
Coral Springs, FL. 33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepte4gianner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or stvpgvd the leg• • • •
of such product or material within their jurisdiction. RER reserves the right to revolto 4ig accertance, if it is .
determined by Miami -Dade County Product Control Section that this product or material fai'1stt-meet the requirements..:.
of the applicable building code. • • • • • •
••...•
This product is approved as described herein, and has been designed to comply with the XlUrida *Wtditig C44.. •
including the High Velocity Hurricane Zone of the Florida Building Code. 000000 . .. ..:..'
.. .. .... ......
DESCRIPTION: ICP Adhesives Polyset' AH-160 : „�
.... %
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•cit�, statq apd•follow;ig •
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 0000
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset' AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset" AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Dimensions
Test
Specifications
ICP Adhesives
N/A
TAS 101
Polyset'AH-160
ICP Adhesives Foam
N/A
Dispenser RTF1000
ICP Adhesives ProPack'
N/A
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
Product Description
Two component polyurethane fo9hT �clhesive
.... ......
Dispensing Equipment• • • • • ..
Dispensing Equipment. • • • • • •
.. .. .... ......
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current 14Or1 which lit a tte hmerit• � •±
resistance values with the use of ICP Adhesives Polyset" AH-160 roof tile adhesive. • • • •
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Prove
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
Results
ASTM D 1622
1.6 lbs./ft.3
ASTM D 1621
18 PSI Parallel to rise
12 PSI Perpendicular to rise
ASTM D 1623
28 PSI Parallel to rise
ASTM D 2127
0.08 Lbs./Ftz
ASTM E 96
3.1 Perm / Inch
ASTM D 2126
+0.07% Volume Change @ 400 F
+6.0% Volume Change @158°F.,
weeks
ASTM D 2856
86%
., 2 weeks
100% Humidity, 2
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Aeency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
Test Name/Report
Date
#94-060
TAS 101
04/08/94
257818-1 PA
TAS 101
12/ 16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
NB-589-631
ASTM D 1623
02/01/94
9637-92
ASTM E 108
04/30/93
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[l]
ASTM E 84
01�L6J25
. .
• •
....
......
7050.02.96-1
TAS 114
• •
WA 4/96
.'
P36700.04.12
ASTM D 1623
•••;••
04/10*41
••••:.
P39740.02.12
TAS 101
""' •
02/2 t/ 12
TAS 123
.••�'.
:...:.
• • •
•
....
.
.OGG*
528454-2-1
TAS 101
�����•
528454-9-1
•.•*,'
•
528454-10-1
......
.OGG:.
520109-1
TAS 101
520109-2
••
• ••
•
520109-3
••'•
520109-6
520109-7
520191-1
TAS 101
03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
MIAMI•DADE COUNTY
�Fn...l
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset AH-160.
2. ICP Adhesives Polyset AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset' AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset' AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintainbetween
1.0-1.15 (A): 1.0 (B). • • • • ......
6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispensecaul000 If,): • • • • 66 •
Adhesives ProPack" 30 & 100 dispensing equipment only. ...:.. •
7. ICP Adhesives Polyset AH-160 shall not be exposed permanently to sunlight. • • • • • :
• 0 0 0:0 •
.....
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minut"afor ICP-Adhesives ..:..'
Polyset AH-160 has been dispensed. • • • •0*09
•• • • ......
9. ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall be in acGor&4e witr the ••
'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. ; • • • • • •
.. . • • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
92
10-12 sq. inches
30
Low Profile
42
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
o 00000
bead
0000 •••
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
'::'4 graths uhtier pan...
.... ......
.... . .....
LABELING: • • • • • • ..
All approved products listed herein shall be labeled and shall bear the imprint or identifiable • • of the• • •
PP P P J11��Ji?g •
manufacturer's name or logo and following statement: "Miami -Dade County Product ControtA¢prpved" or tht Miami-..::.
Dade County Product Control Seal as shown below. : • •...
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Nail! tlhrovgh.plastkcam.m Paddy l6•n•athTito)
gwbm t.quirad} <'
Jf.
�j It
UndrrUym.nt F G r+t y;
� *• iQ��• r ;ram ��\--
+
dttttrisovtional a �, ��
6x It
EattwCoom
urr—
d1!f. f
Nail through plasticcemerrt
(when regedred)
1' 1 '�.- .NddylB.nrathT'sl.1
Und.rlayrn.nt It
Ito V
tt 21n wido .`I y y4 t rtr
6rrnens optiannl i
_ •� ;;�,` . i l,,ao-'�'`� f`''r -, patio {losuro
Esrc[ours¢-/'}` —Fascia
Nail Ihnaugh plastic: c.rsr•trt,
I(Whetstequlf"l, /! PaddyIP.n.athTilal
r
Und•rlaynsamt
Battens
optional (tip
"s` �aaeCoursc - `
�. ► �,•.•'%` �. "Fascia
rk'
Weephote
to in: t2 in. ,. ' �'y r Erie closure
f,�' ��- mar Drip cdgt
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm') — 23 (148.4 cm'-) square inch adhesive
contact with the underside of the tile.
••••
Medium Profile / Double Fan file • •. • • •
• • • •
1. Starting at the eave coulSt'npply a minimum 2" ....:.
(50.8 mm) x 10" (254 iM j k•I" (25.4 mtn) foam:...*:
paddy onto the underlay4ne—A*positioned.*.showiI •
under the pan portion ott)r.�le closest to the
.....
overlock of the tile being, *a:*** 000000
2. Continue in same manner. 1•nseire ap?roximately J7..;.
(109.7 cm') — 23 (148.4:cna )t $quare•mcL adhesive
••••••
contact with the undersidre'of the tile: • • •
••••
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm') square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
RAI t'hwugh PGtatis tvm•nt paddy 1p+•nrathTle)
(when required) = ` ,
. f.
UndeflaymaM
rf O �l ti3
h+
B,attemoptinnal
EmCourso�
r
Eavc (loture
Flail through plastic cement
When ►egatiredl
rr
_ `•^..,-Paddyl0eneathTile)
Und.rlaym•n'
71n. tr * .
Owmensoptional
ram---•<� '�� A`--ti,•4 •..•,.
19 rmn,
r 1 ! Eavv Cleo me
ti'ti-�y xy'
Ean Crsun• ! — F•%c"
MIAMI•DADE COUNTY
Flat/Low Profile Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mrn) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
••••
•
3. Continue in same manner. %sutreeapproximl%ly 10" • • •; •
(64.5 cm2) - 12(77.4 cm2) �q; j; pinch sIve • • • 0 0 •
contact with the underside 44gjile. •
.... ......
• .... %
Medium Profile / Double Part Ygte; • •: • • •
•• ••
• • •
•••• ••••••
•••
Starting at the eave course•app•iy•a minimum 2" (50.8 ••
mm) x 10" (254 mm) x 1"•(25.4 mm) feaxzpaddy • •'•"
onto the underlayment pos'ItigheO as sfWwg under tl a • • •:
pan portion of the tile closest to the ov&JOQ tf the •
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm'-) square inch adhesive
contact with the underside of the tile.
(Instruction continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nall nhaough plastic cament-',
f paddy (8.nsu1hTole)
UndrdAymwnl
• Eavefuourse •ly Fascia
r f r Drlp edge
High Profile / Single Pan Tile
l . Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cmZ) —
23 (148.4 cmZ) square inch adhesive contact with the
underside of the tile. 0000
• • ....
2. At the second course, apply a•miliimum.2" (50.8mm) • •
x 7" (177.8 mm) x 1" (25.4, ftnj foam padd)ionto tile..:.
underlayment positioned aS 9116 fi under the pan
portion of the tile closest to We SverlocQAf t1W tile •
being set. • • • • • • • •
3. Continue in same manner..luiv"approximately 17'� • • •: •
(109.7 cmZ) - 19 (122.6 cn3*') square inch adhesive......
esive •
contact with the underside of jr-.tile. : • • •'
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
trail through plastic cement Paddy (between tiles)
(when required)
Battensoptionai °
1 1 1 Paddy tundertile)
Single paddy
on top of the
4x4in.
Single paddy an tmdedalrnent 2 x 4 in,
r
loin.
` �?2 Fascia
tin.
EaveClosure
Flat/Low Profile Tile
Han through plastic cement Single paddy under tile
(when requted)
Paddy )between tiles)
Battens t/� Paddy (under tile)
onai
Single Wd�' t
'~
on top of t€le�
�axdin. 2xain:`w
single paddy on
ddee yment
toin.� 2In.
Eave Closure
IL Eave Course) Fascia
Medium Profile Tile
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4". (101.6 mm.) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in' J 109+7-148.4 cM"J-of
adhesive contact with thlslyi 4side qC Otile • • • •:'
•••••• • •• •
2. Apply a 4" (101.6 mm) 4'4''•(01J01.6 rnm) k 1" (25�"•,
.. ...
mm) foam paddy onto the tihilerlaynient just beloom o o o
...... . .
the second course line positioned fo&n.dal't ly • • • • •
b gA124. •... ....
under the strengthen = r flat tile, or under t'h�
pan portion of the tile, dosestlo the jun& lock for
the second course tile to be installed; OlTi4fe
approximately 8-9 in- (S 1! 452.1 cm:) of adhesive' • • •;
contact with the underside of the tile.•: e o •
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nail through plastic Single paddy under tile
(when required)
Paddy (between tiles)
Battens oprional Paddy (under tile)
.,.
1 4x 4in.
"e 2 z 4 in.
paddy one O:
top of tie
Eave Course
y Fascia
Weephole
loin. tin. Eaveclosure
Drip edge
High ProflteTile
3. Also apply a 2" (50.8 mm) x 4" (101.6 min) x 3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) squarpimh•
adhesive contact with the underside of't4t *tile at • • • • • •
the head of the tile. Conjinue in same mariner. •
•••• ••••••
•••• • •••••
•••••• • •• • •
•• •• •••• ••••••
.••••• .•••••
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications
In contact with the pan tile. A (when required)
2) Turn covers upside down. Place adhesive in
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. in. contact area.
Underlayment
Sheathing
i
Eave closure
(motar shown)
Weephole
Fascia Board
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure save end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
MIAMFDADE COUNTY
4lllllllllllllll III ...1 , �
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same mJh" rtngingatyvo pan •
courses up toward the ridle.•lnsurd 'a•• a a„`
approximately 65 (419!4ewi) — 70 (411.6 cml�
square inch adhesive OfflatJ with I4j y. dersidii'
of the pan tile. "" • • • • •
•eeeY•00• •
3. Turn covers upside d4}�vpae�posingMe undersiat a
of the tile. Apply a minintu4i 1" (?a5.4 qim) x 1*0'
(254 mm) bead of adhesive directVMIhe inner
edge of each side of t6a o%tr tile. Ler we :*so*:
approximately 3/4" (19 mm) to I" k.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm') - 25 (161.3 cm=) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11